Study Report

Title	Studies
Author	Hp

 Study 1 - Static Stress

 Study Properties

Study Type	Static Stress
Last Modification Date	2024-06-20, 12:13:08

 Settings

 General

Contact Tolerance	0.10 mm
Remove Rigid Body Modes	No

 Damping

 Mesh

Average Element Size (% of model size)
Solids	10
Scale Mesh Size Per Part	No
Average Element Size (absolute value)	-
Element Order	Parabolic
Create Curved Mesh Elements	Yes
Max. Turn Angle on Curves (Deg.)	60
Max. Adjacent Mesh Size Ratio	1.5
Max. Aspect Ratio	10
Minimum Element Size (% of average size)	20

 Adaptive Mesh Refinement

Number of Refinement Steps	0
Results Convergence Tolerance (%)	20
Portion of Elements to Refine (%)	10
Results for Baseline Accuracy	von Mises Stress

 Materials

Component	Material	Safety Factor
Component2:1	Stainless Steel	Yield Strength

 Stainless Steel

Density	8.000E-06 kg / mm^3
Young's Modulus	193000.00 MPa
Poisson's Ratio	0.30
Yield Strength	250.00 MPa
Ultimate Tensile Strength	540.00 MPa
Thermal Conductivity	0.016 W / (mm C)
Thermal Expansion Coefficient	1.040E-05 / C
Specific Heat	477.00 J / (kg C)

 Contacts

 Mesh

Type	Nodes	Elements
Solids	21027	10693

 Load Case1

 Constraints

 Fixed4

Type	Fixed
Ux	Fixed
Uy	Fixed
Uz	Fixed

 Selected Entities

 Loads

 Gravity

Type	Gravity
Magnitude	9.807 m / s^2
X Value	0.00 m / s^2
Y Value	0.00 m / s^2
Z Value	-9.807 m / s^2

 Selected Entities

 Pressure2

Type	Pressure
Magnitude	101000.00 Pa

 Selected Entities

 Results

 Result Summary

Name	Minimum	Maximum
Safety Factor
Safety Factor (Per Body)	15.00	15.00
Stress
von Mises	1.988E-05 MPa	5.894 MPa
1st Principal	-1.321 MPa	4.383 MPa
3rd Principal	-6.099 MPa	2.48 MPa
Normal XX	-5.739 MPa	3.805 MPa
Normal YY	-2.078 MPa	2.956 MPa
Normal ZZ	-2.451 MPa	2.815 MPa
Shear XY	-1.213 MPa	1.275 MPa
Shear YZ	-1.073 MPa	1.431 MPa
Shear ZX	-1.152 MPa	1.809 MPa
Displacement
Total	0.00 mm	0.003 mm
X	-4.279E-04 mm	3.980E-04 mm
Y	-4.867E-04 mm	2.988E-04 mm
Z	-0.003 mm	3.995E-05 mm
Reaction Force
Total	0.00 N	252.123 N
X	-97.92 N	97.323 N
Y	-85.616 N	68.649 N
Z	-93.954 N	234.691 N
Strain
Equivalent	1.331E-10	3.525E-05
1st Principal	-4.670E-07	2.909E-05
3rd Principal	-3.600E-05	1.441E-06
Normal XX	-2.859E-05	1.848E-05
Normal YY	-8.529E-06	1.385E-05
Normal ZZ	-1.185E-05	1.020E-05
Shear XY	-1.633E-05	1.718E-05
Shear YZ	-1.445E-05	1.928E-05
Shear ZX	-1.552E-05	2.436E-05
Contact Force
Total	0.00 N	0.00 N
X	0.00 N	0.00 N
Y	0.00 N	0.00 N
Z	0.00 N	0.00 N

 Reaction Forces

Constraint Name	Reaction Force		Reaction Moment
	Magnitude	Component (X,Y,Z)	Magnitude	Component (X,Y,Z)
Fixed4	17896.138 N	0.011 N	357395.077 N mm	-357395.077 N mm
		0.01 N		-9.164 N mm
		17896.138 N		3.144 N mm

 Safety Factor

 Safety Factor (Per Body)

0.00 8.00

 Stress

 von Mises

[MPa] 0.00 5.894

 1st Principal

[MPa] -1.321 4.383

 3rd Principal

[MPa] -6.099 2.48

 Normal XX

[MPa] -5.739 3.805

 Normal YY

[MPa] -2.078 2.956

 Normal ZZ

[MPa] -2.451 2.815

 Shear XY

[MPa] -1.213 1.275

 Shear YZ

[MPa] -1.073 1.431

 Shear ZX

[MPa] -1.152 1.809

 Displacement

 Total

[mm] 0.00 0.003

 X

[mm] -4.279E-04 3.98E-04

 Y

[mm] -4.867E-04 2.988E-04

 Z

[mm] -0.003 0.00

 Reaction Force

 Total

[N] 0.00 252.123

 X

[N] -97.92 97.323

 Y

[N] -85.616 68.649

 Z

[N] -93.954 234.691

 Strain

 Equivalent

0.00E-05 3.525E-05

 1st Principal

-0.047E-05 2.909E-05

 3rd Principal

-3.60E-05 0.144E-05

 Normal XX

-2.859E-05 1.848E-05

 Normal YY

-0.853E-05 1.385E-05

 Normal ZZ

-1.185E-05 1.02E-05

 Shear XY

-1.633E-05 1.718E-05

 Shear YZ

-1.445E-05 1.928E-05

 Shear ZX

-1.552E-05 2.436E-05

 Contact Force

 Total

[N] 0.00 0.00

 X

[N] 0.00 0.00

 Y

[N] 0.00 0.00

 Z

[N] 0.00 0.00